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28'-0' <br />9'-8' <br />T-2" <br />36'-2' <br />3'-8" <br />°P T� OP OF <br />SLAB <br />• — <br />—FM-12X72 <br />1 — — — <br />1 <br />— — — FM-12X18— — — <br />— <br />i <br />00 <br />I <br />1 <br />i <br />I' <br />r <br />4' CONC. <br />a ¢ <br />SLAB <br />(L <br />4-3 1IT LFl-24X24 <br />3'-10' <br />1, 0" <br />8'.2' <br />I <br />1 <br />FM-12X18 XTEND <br />SLAB 11/2" <br />4' PVC <br />1A <br />CHASE <br />i� <br />i/ <br />+0,-0— <br />/I <br />/ <br />/ i <br />I <br />TOP OF <br />/ <br />I • <br />SLAB <br />i/ <br />i/ <br />/ <br />i/ <br />/ <br />I/ <br />I <br />N <br />Il <br />I� <br />/I <br />I <br />Ij <br />I <br />/I <br />/I <br />• I <br />// <br />I <br />1 <br />to <br />6f <br />1 <br />1. <br />b <br />TE 1 <br />I <br />2'1 <br />17'-8" <br />I <br />' <br />I <br />I <br />a <br />I <br />m <br />I <br />I <br />1A <br />( <br />vOJ <br />LL <br />I <br />i-EXTEND <br />SIM. <br />I <br />r <br />I --- <br />SLAB 111T <br />1A 2 <br />CONC. M-12X18 <br />0 <br />.1 <br />14' <br />SLAB a <br />A <br />I 3 1/2' N S 1?SIM. <br />5 1 3, <br />�ol <br />. <br />A�jF;_, <br />�;71/71 <br />1A1. <br />L <br />FM-12X78 1 <br />41�MC-12X18 <br />FM-12X18 <br />FMC-12X78 <br />4 <br />4 <br />1. <br />3'-10" <br />10'-2" <br />2'-8' <br />18'-0" <br />2'-8' <br />21'-4' <br />14'-T 4'4' <br />39'-0" <br />aav <br />z <br />O <br />n <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-01-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHER WISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAM AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE IQ" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES VATH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13NDICATES e5 BAR, INDICATES M8 BAR, INDICATES Y7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (M5 <br />30', a6.36-), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TINS 402/802-18, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WTH TMS 402A02-18, USING: Fm = 2,000 PSI, TYPE "M" OR'S' <br />MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0' O/C MAX. SEE PLAN FOR VVWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Ah EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6.6 W1.4XWIA OVER <br />GENERAL <br />3 117 <br />8 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O F. <br />SHORT <br />LONG <br />TE-1 <br />8' <br />SEE PLAN <br />1(r <br />- <br />(2)e5's <br />. {}• <br />FM-12z12 <br />12' <br />CONTINUOUS <br />12" <br />- <br />(2)e5's <br />.O•-O• <br />FM-12118 <br />17 <br />CONTINUOUS <br />18' <br />(2)*Vs <br />FMC-1208 <br />17 <br />CONTINUOUS <br />18" <br />- <br />(2)Oft <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />(2) *5's <br />(2) 05's <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />W Ww.abdeslgngroup.wm <br />L AA M: 0003325 A <br />b <br />b <br />9 <br />a <br />O <br />svaa:v. 4e L0T1 <br />ABBOTT PARK <br />LOT #7 BLK #14 <br />PHASE:4C <br />P130JwT# <br />48.04 - 741 <br />�D 4EBB <br />"1828-CALL" <br />GA1CAGs swam <br />RIGHT <br />PAGIM <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />PMAW A ABOUCHACRA <br />L AA NO 93723 J <br />10/26/21 <br />r <br />D 1/4'=1'-0" <br />IDATIM <br />s1 <br />